黄河三门峡水库水沙电耦合模型研究及应用

Study and application of a coupled modelling of flow-sediment transport and hydropower generation in the Sanmenxia Reservoir

  • 摘要: 为实现多沙河流水库短期兴利效益和长期减淤效益的平衡,采用数学模型研究水库减淤与发电综合效益具有重要意义。充分考虑水沙输移和河床变形的耦合作用,通过结合一维水沙计算模块、水库调度模块以及发电计算模块,建立了考虑水库调度的水沙电耦合计算模型。将该模型应用到三门峡水库,采用2019水文年和2020水文年实测水沙资料分别对模型进行率定及验证。并应用该模型研究了不同水沙条件和调度方式对水库冲淤和发电的影响。计算结果表明: 各测站流量、水位以及含沙量的计算过程与实测过程符合较好,发电量计算值误差均在15%以内,该模型能较为准确地模拟库区冲淤及电站发电过程; 较丰水枯沙过程,其余3种典型水沙条件下冲淤量和发电量变幅分别达129%~360%及18%~52%,受入库水沙条件影响大; 降低非汛期起调水位有利于控制非汛期库区淤积,提高汛期敞泄的临界入库流量有利于提高减淤及发电综合效益。

     

    Abstract: To obtain a compromise between the short-term benefits of water resources utilization and the long-term benefits of sedimentation reduction in reservoirs constructed in a heavy sediment-laden river, it is of great significance to study the comprehensive benefits of sedimentation reduction and power generation by means of mathematical modelling.Fully incorporating the interaction between flow and sediment transport and bed deformation processes, a numerical model coupling flow-sediment transport and power generation is developed by integrating a 1-D morphodynamic module, a reservoir operation module and a power generation module.The proposed model was respectively calibrated and verified with the measured hydrological and electric data in the Sanmenxia Reservoir in 2019 and 2020, and moreover the influences of different hydrological regimes and operation schemes on sedimentation volume and power generation were analyzed.The results show that the calculated values of water level, discharge and sediment concentration were in good agreement with the measured values, and the relative error of power output was within 15%, so the model can be used to simulate the processes of both bed deformation and power generation in reservoirs reasonably well.The variations in the amounts of sedimentation volume and power generation can reach 129%—360% and 18%—52% respectively, compared with those under the condition of large water volumes and small sediment discharges.Lowering the initial pool level of the non-flood season can control the sedimentation in a non-flood season, and increasing the critical inflow discharge for sluicing in a flood season can improve the comprehensive benefits of sedimentation reduction and power generation.

     

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